tests/test.sh exit code (0 → resolved); the classification below is post-hoc and cannot change it.List project structure
ls -R include src test* 2>/dev/null | head -100
include: pipeflow include/pipeflow: io.hpp solver.hpp types.hpp src: io.cpp kernel.cpp main.cpp solver.cpp types.cpp tests: CMakeLists.txt test_smoke.cpp test_util.hpp [stdout] include: pipeflow include/pipeflow: io.hpp solver.hpp types.hpp src: io.cpp kernel.cpp main.cpp solver.cpp types.cpp tests: CMakeLists.txt test_smoke.cpp test_util.hpp
/opt/pipeflow/src/solver.cpp
1 #include "pipeflow/solver.hpp"
2
3 #include <cstddef>
4 #include <vector>
5
6 #include "pipeflow/types.hpp"
7
8 namespace pipeflow {
9
10 // TODO(candidate): solve the coupled continuity + energy system.
11 // The energy law uses piezometric head, static elevation lift, and the sum of
12 // shipped friction plus directional minor-loss primitives. Do not change public
13 // signatures or reimplement the kernel primitives. The solving method is yours;
14 // only the returned physical state is checked.
15
16 NetworkSolver::NetworkSolver(const Network& network,
17 const SolverOptions& options)
18 : network_(network), options_(options) {}
19
20 Solution NetworkSolver::solve() const {
21 network_.validate();
22
23 Solution sol;
24 sol.pipe_flow.assign(network_.pipe_count(), 0.0);
25 sol.node_head.assign(network_.node_count(), 0.0);
26 for (const auto& nd : network_.nodes) {
27 if (nd.is_reservoir) sol.node_head[nd.id] = nd.head;
28 }
29
30 // TODO(candidate): solve the coupled continuity + energy system here.
31 sol.report.iterations = 0;
32 sol.report.residual = 0.0;
33 sol.report.converged = false;
34 return sol;
35 }
36
37 } // namespace pipeflow
38
/opt/pipeflow/include/pipeflow/types.hpp
1 #ifndef PIPEFLOW_TYPES_HPP
2 #define PIPEFLOW_TYPES_HPP
3
4 #include <cstddef>
5 #include <string>
6 #include <vector>
7
8 namespace pipeflow {
9
10
11
12
13
14
15
16
17
18 struct Fluid {
19 double density{998.0};
20 double viscosity{1.002e-3};
21 double gravity{9.80665};
22
23
24 void validate() const;
25 };
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47 class Pipe {
48 public:
49 Pipe(std::size_t from, std::size_t to, double diameter, double length,
50 double roughness, double minor_K = 0.0, bool check_valve = false,
51 double minor_K_rev = -1.0);
52
53 std::size_t from() const { return from_; }
54 std::size_t to() const { return to_; }
55 double diameter() const { return diameter_; }
56 double length() const { return length_; }
57 double roughness() const { return roughness_; }
58 double minor_K() const { return minor_K_; }
59 double minor_K_rev() const { return minor_K_rev_; }
60 bool check_valve() const { return check_valve_; }
61
62
63 double area() const;
64
65
66 double relative_roughness() const { return roughness_ / diameter_; }
67
68
69 double velocity(double Q) const;
70
71
72
73 double reynolds(double Q, const Fluid& fluid) const;
74
75
76
77 void validate() const;
78
79 private:
80 std::size_t from_;
81 std::size_t to_;
82 double diameter_;
83 double length_;
84 double roughness_;
85 double minor_K_;
86 double minor_K_rev_;
87 bool check_valve_;
88 };
89
90
91
92
93
94
95
96
97
98
99
100
101 struct Node {
102 std::size_t id{0};
103 bool is_reservoir{false};
104 double head{0.0};
105 double demand{0.0};
106 double elevation{0.0};
107 double emitter_coeff{0.0};
108 bool is_emitter{false};
109 };
110
111
112
113
114
115 struct Network {
116 Fluid fluid{};
117 std::vector<Node> nodes{};
118 std::vector<Pipe> pipes{};
119
120 std::size_t node_count() const { return nodes.size(); }
121 std::size_t pipe_count() const { return pipes.size(); }
122
123
124 std::size_t reservoir_count() const;
125
126
127
128
129
130
131
132
133
134
135
136
137 void validate() const;
138
139
140 std::vector<std::size_t> incident_pipes(std::size_t n) const;
141 };
142
143 }
144
145 #endif
146
/opt/pipeflow/include/pipeflow/solver.hpp
1 #ifndef PIPEFLOW_SOLVER_HPP
2 #define PIPEFLOW_SOLVER_HPP
3
4 #include <cstddef>
5 #include <vector>
6
7 #include "pipeflow/types.hpp"
8
9 namespace pipeflow {
10
11
12
13
14
15
16 constexpr double kLaminarReynolds = 2300.0;
17
18
19
20
21
22
23
24
25
26
27
28
29 double friction_factor(double Re, double rel_roughness);
30
31
32
33
34 double pipe_head_loss(const Pipe& pipe, double Q, const Fluid& fluid);
35
36
37
38
39
40 double pipe_head_loss_deriv(const Pipe& pipe, double Q, const Fluid& fluid);
41
42
43
44
45
46 double minor_loss(const Pipe& pipe, double Q, const Fluid& fluid);
47
48
49 double minor_loss_deriv(const Pipe& pipe, double Q, const Fluid& fluid);
50
51
52 struct SolverOptions {
53 int max_iterations{200};
54 double tolerance{1e-10};
55 double min_damping{1e-4};
56 };
57
58
59 struct SolveReport {
60 int iterations{0};
61 double residual{0.0};
62 bool converged{false};
63 };
64
65
66
67
68 struct Solution {
69 std::vector<double> pipe_flow;
70 std::vector<double> node_head;
71 SolveReport report;
72 };
73
74
75
76
77
78
79
80
81
82
83
84 class NetworkSolver {
85 public:
86 explicit NetworkSolver(const Network& network,
87 const SolverOptions& options = SolverOptions{});
88
89
90
91
92
93 Solution solve() const;
94
95 const Network& network() const { return network_; }
96 const SolverOptions& options() const { return options_; }
97
98 private:
99 const Network& network_;
100 SolverOptions options_;
101 };
102
103 }
104
105 #endif
106
/opt/pipeflow/src/kernel.cpp
1 #include <algorithm>
2 #include <cmath>
3 #include <stdexcept>
4
5 #include "pipeflow/solver.hpp"
6 #include "pipeflow/types.hpp"
7
8 // Framework "kernel" primitives shared by the network solver and the tests:
9 // * the Darcy friction factor (exact laminar law + Newton solve of the
10 // implicit Colebrook-White equation), and
11 // * the signed Darcy-Weisbach per-pipe head loss h_f(Q) and its derivative.
12 // These are fully implemented support code; the candidate implements only the
13 // NetworkSolver in src/solver.cpp.
14
15 namespace pipeflow {
16
17 double friction_factor(double Re, double rel_roughness) {
18 if (!(Re > 0.0)) {
19 throw std::runtime_error(
20 "friction_factor: Reynolds number must be positive");
21 }
22 if (rel_roughness < 0.0) {
23 throw std::runtime_error(
24 "friction_factor: relative roughness must be non-negative");
25 }
26
27 // Laminar regime: exact, explicit.
28 if (Re <= kLaminarReynolds) {
29 return 64.0 / Re;
30 }
31
32 // Turbulent regime: solve 1/sqrt(f) = -2 log10(rr/3.7 + 2.51/(Re sqrt(f))).
33 // Let x = 1/sqrt(f); find the root of
34 // g(x) = x + 2 log10(rr/3.7 + 2.51 x / Re).
35 const double rr = rel_roughness;
36 const double ln10 = std::log(10.0);
37
38 // Initial guess from the explicit Swamee-Jain correlation.
39 const double sj_denom = std::log10(rr / 3.7 + 5.74 / std::pow(Re, 0.9));
40 double f0 = 0.25 / (sj_denom * sj_denom);
41 if (!(f0 > 0.0) || !std::isfinite(f0)) f0 = 0.02;
42 double x = 1.0 / std::sqrt(f0);
43
44 const int max_iter = 100;
45 bool converged = false;
46 for (int it = 0; it < max_iter; ++it) {
47 const double arg = rr / 3.7 + 2.51 * x / Re;
48 const double g = x + 2.0 * std::log10(arg);
49 const double dg = 1.0 + (2.0 / ln10) * (2.51 / Re) / arg;
50 const double dx = g / dg;
51 x -= dx;
52 if (std::fabs(g) < 1e-12 || std::fabs(dx) < 1e-14) {
53 converged = true;
54 break;
55 }
56 }
57 if (!converged) {
58 throw std::runtime_error(
59 "friction_factor: Colebrook Newton iteration failed to converge");
60 }
61 return 1.0 / (x * x);
62 }
63
64 double pipe_head_loss(const Pipe& pipe, double Q, const Fluid& fluid) {
65 if (Q == 0.0) return 0.0;
66 const double absQ = std::fabs(Q);
67 const double V = absQ / pipe.area();
68 const double Re = pipe.reynolds(Q, fluid);
69 const double f = friction_factor(Re, pipe.relative_roughness());
70 const double mag = f * (pipe.length() / pipe.diameter()) * (V * V) /
71 (2.0 * fluid.gravity);
72 return (Q > 0.0) ? mag : -mag;
73 }
74
75 double pipe_head_loss_deriv(const Pipe& pipe, double Q, const Fluid& fluid) {
76 // h_f(Q) is an odd, monotone function, so d h_f/dQ is even and positive.
77 // In the laminar regime f = 64/Re = 64 mu / (rho |V| D) with V = |Q|/A, so
78 // |h_f| = 64 mu L / (rho D^2 A 2 g) * |Q| (LINEAR in |Q|) => slope c.
79 // In the turbulent regime f varies slowly, so a tight central difference on
80 // the magnitude gives an accurate, robust derivative everywhere.
81 const double A = pipe.area();
82 const double Re = pipe.reynolds(Q, fluid);
83 if (Re <= kLaminarReynolds) {
84 // Exact laminar slope d|h_f|/d|Q|.
85 return 64.0 * fluid.viscosity * pipe.length() /
86 (fluid.density * pipe.diameter() * pipe.diameter() * A * 2.0 *
87 fluid.gravity);
88 }
89 const double absQ = std::fabs(Q);
90 // Relative step, floored so we never differentiate at exactly zero flow.
91 const double h = std::max(1e-9, 1e-7 * absQ);
92 const double qp = absQ + h;
93 const double qm = std::max(absQ - h, 0.5 * h);
94 const double hp = pipe_head_loss(pipe, qp, fluid);
95 const double hm = pipe_head_loss(pipe, qm, fluid);
96 return (hp - hm) / (qp - qm);
97 }
98
99 double minor_loss(const Pipe& pipe, double Q, const Fluid& fluid) {
100 const double K = Q >= 0.0 ? pipe.minor_K() : pipe.minor_K_rev();
101 if (Q == 0.0 || K == 0.0) return 0.0;
102 const double V = std::fabs(Q) / pipe.area();
103 const double mag = K * (V * V) / (2.0 * fluid.gravity);
104 return (Q > 0.0) ? mag : -mag;
105 }
106
107 double minor_loss_deriv(const Pipe& pipe, double Q, const Fluid& fluid) {
108 const double K = Q >= 0.0 ? pipe.minor_K() : pipe.minor_K_rev();
109 if (K == 0.0 || Q == 0.0) return 0.0;
110 const double A = pipe.area();
111 return K * std::fabs(Q) / (A * A * fluid.gravity);
112 }
113
114 } // namespace pipeflow
115
/opt/pipeflow/src/types.cpp
1 #include "pipeflow/types.hpp"
2
3 #include <cmath>
4 #include <queue>
5 #include <stdexcept>
6 #include <string>
7 #include <vector>
8
9 namespace pipeflow {
10
11 void Fluid::validate() const {
12 if (!(density > 0.0)) {
13 throw std::invalid_argument("Fluid: density must be positive");
14 }
15 if (!(viscosity > 0.0)) {
16 throw std::invalid_argument("Fluid: viscosity must be positive");
17 }
18 if (!(gravity > 0.0)) {
19 throw std::invalid_argument("Fluid: gravity must be positive");
20 }
21 }
22
23 Pipe::Pipe(std::size_t from, std::size_t to, double diameter, double length,
24 double roughness, double minor_K, bool check_valve,
25 double minor_K_rev)
26 : from_(from),
27 to_(to),
28 diameter_(diameter),
29 length_(length),
30 roughness_(roughness),
31 minor_K_(minor_K),
32 minor_K_rev_(minor_K_rev < 0.0 ? minor_K : minor_K_rev),
33 check_valve_(check_valve) {
34 validate();
35 }
36
37 double Pipe::area() const {
38 constexpr double pi = 3.14159265358979323846;
39 return 0.25 * pi * diameter_ * diameter_;
40 }
41
42 double Pipe::velocity(double Q) const { return std::fabs(Q) / area(); }
43
44 double Pipe::reynolds(double Q, const Fluid& fluid) const {
45 return fluid.density * velocity(Q) * diameter_ / fluid.viscosity;
46 }
47
48 void Pipe::validate() const {
49 if (from_ == to_) {
50 throw std::invalid_argument("Pipe: endpoints must be distinct");
51 }
52 if (!(diameter_ > 0.0)) {
53 throw std::invalid_argument("Pipe: diameter must be positive");
54 }
55 if (!(length_ > 0.0)) {
56 throw std::invalid_argument("Pipe: length must be positive");
57 }
58 if (roughness_ < 0.0) {
59 throw std::invalid_argument("Pipe: roughness must be non-negative");
60 }
61 if (minor_K_ < 0.0) {
62 throw std::invalid_argument(
63 "Pipe: minor-loss coefficient must be non-negative");
64 }
65 if (minor_K_rev_ < 0.0) {
66 throw std::invalid_argument(
67 "Pipe: reverse minor-loss coefficient must be non-negative");
68 }
69 }
70
71 std::size_t Network::reservoir_count() const {
72 std::size_t n = 0;
73 for (const auto& nd : nodes) {
74 if (nd.is_reservoir) ++n;
75 }
76 return n;
77 }
78
79 std::vector<std::size_t> Network::incident_pipes(std::size_t n) const {
80 std::vector<std::size_t> out;
81 for (std::size_t p = 0; p < pipes.size(); ++p) {
82 if (pipes[p].from() == n || pipes[p].to() == n) out.push_back(p);
83 }
84 return out;
85 }
86
87 void Network::validate() const {
88 fluid.validate();
89
90 const std::size_t n = nodes.size();
91 if (n == 0) {
92 throw std::invalid_argument("Network: no nodes");
93 }
94 if (pipes.empty()) {
95 throw std::invalid_argument("Network: no pipes");
96 }
97
98 for (std::size_t i = 0; i < n; ++i) {
99 if (nodes[i].id != i) {
100 throw std::invalid_argument(
101 "Network: node " + std::to_string(i) +
102 " has inconsistent id " + std::to_string(nodes[i].id));
103 }
104 if (nodes[i].emitter_coeff < 0.0) {
105 throw std::invalid_argument(
106 "Network: node " + std::to_string(i) +
107 " has negative emitter coefficient");
108 }
109 }
110
111 for (std::size_t p = 0; p < pipes.size(); ++p) {
112 pipes[p].validate();
113 if (pipes[p].from() >= n || pipes[p].to() >= n) {
114 throw std::invalid_argument(
115 "Network: pipe " + std::to_string(p) +
116 " references an out-of-range node index");
117 }
118 }
119
120 if (reservoir_count() == 0) {
121 throw std::invalid_argument(
122 "Network: at least one fixed-head reservoir node is required "
123 "(the head datum is otherwise undefined / under-determined)");
124 }
125
126 // Every node must touch at least one pipe.
127 std::vector<int> degree(n, 0);
128 for (const auto& pp : pipes) {
129 ++degree[pp.from()];
130 ++degree[pp.to()];
131 }
132 for (std::size_t i = 0; i < n; ++i) {
133 if (degree[i] == 0) {
134 throw std::invalid_argument(
135 "Network: node " + std::to_string(i) +
136 " is disconnected (incident on no pipe)");
137 }
138 }
139
140 // Every junction must reach a reservoir through the pipe graph. Multi-source
141 // BFS from all reservoirs; any unreached node has no head reference.
142 std::vector<std::vector<std::size_t>> adj(n);
143 for (const auto& pp : pipes) {
144 adj[pp.from()].push_back(pp.to());
145 adj[pp.to()].push_back(pp.from());
146 }
147 std::vector<char> seen(n, 0);
148 std::queue<std::size_t> bfs;
149 for (std::size_t i = 0; i < n; ++i) {
150 if (nodes[i].is_reservoir) {
151 seen[i] = 1;
152 bfs.push(i);
153 }
154 }
155 while (!bfs.empty()) {
156 const std::size_t u = bfs.front();
157 bfs.pop();
158 for (std::size_t v : adj[u]) {
159 if (!seen[v]) {
160 seen[v] = 1;
161 bfs.push(v);
162 }
163 }
164 }
165 for (std::size_t i = 0; i < n; ++i) {
166 if (!seen[i]) {
167 throw std::invalid_argument(
168 "Network: node " + std::to_string(i) +
169 " has no path to any fixed-head reservoir");
170 }
171 }
172 }
173
174 } // namespace pipeflow
175
/opt/pipeflow/tests/test_smoke.cpp
1 #include <stdexcept>
2
3 #include "pipeflow/solver.hpp"
4 #include "pipeflow/types.hpp"
5 #include "test_util.hpp"
6
7 using namespace pipeflow;
8
9 PIPEFLOW_TEST("single_pipe_smoke") {
10 Network net;
11 net.fluid = Fluid{998.0, 1.002e-3, 9.80665};
12 net.nodes = {Node{0, true, 20.0, 0.0}, Node{1, true, 10.0, 0.0}};
13 net.pipes = {Pipe(0, 1, 0.15, 250.0, 4.5e-5)};
14
15 const Solution sol = NetworkSolver(net).solve();
16 pipeflow_test::expect(sol.report.converged, "solver reports convergence");
17 pipeflow_test::expect(sol.pipe_flow.size() == 1, "one pipe flow returned");
18 pipeflow_test::expect(sol.pipe_flow[0] > 0.0,
19 "flow runs from high head to low head");
20 }
21
22 PIPEFLOW_TEST("no_reservoir_throws") {
23 Network net;
24 net.fluid = Fluid{998.0, 1.002e-3, 9.80665};
25 net.nodes = {Node{0, false, 0.0, 0.01}, Node{1, false, 0.0, 0.0}};
26 net.pipes = {Pipe(0, 1, 0.1, 100.0, 1e-5)};
27
28 bool threw = false;
29 try {
30 (void)NetworkSolver(net).solve();
31 } catch (const std::invalid_argument&) {
32 threw = true;
33 }
34 pipeflow_test::expect(threw, "network without reservoir throws");
35 }
36
37 PIPEFLOW_TEST_MAIN()
38
/opt/pipeflow/tests/test_util.hpp
1 #ifndef PIPEFLOW_TEST_UTIL_HPP
2 #define PIPEFLOW_TEST_UTIL_HPP
3
4 // Minimal dependency-free test harness for the pipeflow suite.
5 //
6 // Each test executable defines test functions and registers them with
7 // PIPEFLOW_TEST(name) { ... }. main() (provided by PIPEFLOW_TEST_MAIN) runs
8 // every registered test and returns non-zero if any assertion fails, which
9 // CTest interprets as a failure.
10
11 #include <cmath>
12 #include <cstddef>
13 #include <functional>
14 #include <iostream>
15 #include <string>
16 #include <vector>
17
18 namespace pipeflow_test {
19
20 struct Case {
21 std::string name;
22 std::function<void()> fn;
23 };
24
25 inline std::vector<Case>& registry() {
26 static std::vector<Case> cases;
27 return cases;
28 }
29
30 struct Registrar {
31 Registrar(const std::string& name, std::function<void()> fn) {
32 registry().push_back(Case{name, std::move(fn)});
33 }
34 };
35
36 // Thrown by an assertion failure to abort the current test case.
37 struct AssertionError {
38 std::string message;
39 };
40
41 inline void expect(bool cond, const std::string& what) {
42 if (!cond) {
43 throw AssertionError{what};
44 }
45 }
46
47 inline void expect_near(double got, double want, double tol, const std::string& what) {
48 if (std::fabs(got - want) > tol) {
49 throw AssertionError{what + " (got " + std::to_string(got) +
50 ", want " + std::to_string(want) +
51 ", tol " + std::to_string(tol) + ")"};
52 }
53 }
54
55 // Relative-error check (with an absolute floor) for quantities whose scale
56 // varies widely across cases.
57 inline void expect_rel(double got, double want, double rel_tol,
58 const std::string& what) {
59 const double denom = std::fabs(want) > 1e-300 ? std::fabs(want) : 1.0;
60 if (std::fabs(got - want) / denom > rel_tol) {
61 throw AssertionError{what + " (got " + std::to_string(got) +
62 ", want " + std::to_string(want) +
63 ", rel_tol " + std::to_string(rel_tol) + ")"};
64 }
65 }
66
67 inline int run_all() {
68 int failures = 0;
69 for (const auto& c : registry()) {
70 try {
71 c.fn();
72 std::cout << "[ PASS ] " << c.name << "\n";
73 } catch (const AssertionError& e) {
74 std::cout << "[ FAIL ] " << c.name << ": " << e.message << "\n";
75 ++failures;
76 } catch (const std::exception& e) {
77 std::cout << "[ FAIL ] " << c.name
78 << ": unexpected exception: " << e.what() << "\n";
79 ++failures;
80 } catch (...) {
81 std::cout << "[ FAIL ] " << c.name << ": unknown exception\n";
82 ++failures;
83 }
84 }
85 std::cout << "----\n"
86 << (registry().size() - failures) << "/" << registry().size()
87 << " tests passed\n";
88 return failures == 0 ? 0 : 1;
89 }
90
91 } // namespace pipeflow_test
92
93 #define PIPEFLOW_CONCAT_INNER(a, b) a##b
94 #define PIPEFLOW_CONCAT(a, b) PIPEFLOW_CONCAT_INNER(a, b)
95
96 #define PIPEFLOW_TEST(NAME) \
97 static void PIPEFLOW_CONCAT(pipeflow_test_fn_, __LINE__)(); \
98 static ::pipeflow_test::Registrar PIPEFLOW_CONCAT(pipeflow_test_reg_, \
99 __LINE__){ \
100 NAME, &PIPEFLOW_CONCAT(pipeflow_test_fn_, __LINE__)}; \
101 static void PIPEFLOW_CONCAT(pipeflow_test_fn_, __LINE__)()
102
103 #define PIPEFLOW_TEST_MAIN() \
104 int main() { return ::pipeflow_test::run_all(); }
105
106 #endif // PIPEFLOW_TEST_UTIL_HPP
107
/opt/pipeflow/tests/CMakeLists.txt
1 add_executable(test_smoke test_smoke.cpp)
2 target_link_libraries(test_smoke PRIVATE pipeflow)
3 target_include_directories(test_smoke PRIVATE ${CMAKE_CURRENT_SOURCE_DIR})
4 add_test(NAME smoke COMMAND test_smoke)
5
/opt/pipeflow/include/pipeflow/io.hpp
1 #ifndef PIPEFLOW_IO_HPP
2 #define PIPEFLOW_IO_HPP
3
4 #include <iosfwd>
5 #include <string>
6
7 #include "pipeflow/types.hpp"
8
9 namespace pipeflow {
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30 Network parse_network(std::istream& in);
31
32
33 Network parse_network_file(const std::string& path);
34
35
36
37
38 void write_report(std::ostream& out, const Network& network);
39
40 }
41
42 #endif
43
Show top CMake and main
cat /opt/pipeflow/CMakeLists.txt; echo "---MAIN---"; cat /opt/pipeflow/src/main.cpp
cmake_minimum_required(VERSION 3.16)
project(pipeflow LANGUAGES CXX)
set(CMAKE_CXX_STANDARD 17)
set(CMAKE_CXX_STANDARD_REQUIRED ON)
set(CMAKE_CXX_EXTENSIONS OFF)
if(NOT CMAKE_BUILD_TYPE)
set(CMAKE_BUILD_TYPE Release)
endif()
add_compile_options(-Wall -Wextra)
# --- Core library -----------------------------------------------------------
# src/kernel.cpp, src/types.cpp and src/io.cpp are complete framework support
# code; src/solver.cpp ships as a stub for the candidate to implement.
add_library(pipeflow
src/types.cpp
src/kernel.cpp
src/solver.cpp
src/io.cpp
)
target_include_directories(pipeflow PUBLIC ${CMAKE_CURRENT_SOURCE_DIR}/include)
# --- Demo CLI ---------------------------------------------------------------
add_executable(pipeflow_cli src/main.cpp)
target_link_libraries(pipeflow_cli PRIVATE pipeflow)
# --- Tests ------------------------------------------------------------------
enable_testing()
add_subdirectory(tests)
---MAIN---
#include <iostream>
#include "pipeflow/io.hpp"
// Command-line demo driver: read a .net network scenario, solve the steady
// hydraulic state (junction heads + pipe flows), and print a report.
// pipeflow_cli <scenario.net>
int main(int argc, char** argv) {
if (argc != 2) {
std::cerr << "usage: " << argv[0] << " <scenario.net>\n";
return 2;
}
try {
pipeflow::Network net = pipeflow::parse_network_file(argv[1]);
pipeflow::write_report(std::cout, net);
} catch (const std::exception& ex) {
std::cerr << "error: " << ex.what() << "\n";
return 1;
}
return 0;
}
[stdout]
cmake_minimum_required(VERSION 3.16)
project(pipeflow LANGUAGES CXX)
set(CMAKE_CXX_STANDARD 17)
set(CMAKE_CXX_STANDARD_REQUIRED ON)
set(CMAKE_CXX_EXTENSIONS OFF)
if(NOT CMAKE_BUILD_TYPE)
set(CMAKE_BUILD_TYPE Release)
endif()
add_compile_options(-Wall -Wextra)
# --- Core library -----------------------------------------------------------
# src/kernel.cpp, src/types.cpp and src/io.cpp are complete framework support
# code; src/solver.cpp ships as a stub for the candidate to implement.
add_library(pipeflow
src/types.cpp
src/kernel.cpp
src/solver.cpp
src/io.cpp
)
target_include_directories(pipeflow PUBLIC ${CMAKE_CURRENT_SOURCE_DIR}/include)
# --- Demo CLI ---------------------------------------------------------------
add_executable(pipeflow_cli src/main.cpp)
target_link_libraries(pipeflow_cli PRIVATE pipeflow)
# --- Tests ------------------------------------------------------------------
enable_testing()
add_subdirectory(tests)
---MAIN---
#include <iostream>
#include "pipeflow/io.hpp"
// Command-line demo driver: read a .net network scenario, solve the steady
// hydraulic state (junction heads + pipe flows), and print a report.
// pipeflow_cli <scenario.net>
int main(int argc, char** argv) {
if (argc != 2) {
std::cerr << "usage: " << argv[0] << " <scenario.net>\n";
return 2;
}
try {
pipeflow::Network net = pipeflow::parse_network_file(argv[1]);
pipeflow::write_report(std::cout, net);
} catch (const std::exception& ex) {
std::cerr << "error: " << ex.what() << "\n";
return 1;
}
return 0;
}/opt/pipeflow/src/io.cpp
1 #include "pipeflow/io.hpp"
2
3 #include <cstddef>
4 #include <fstream>
5 #include <iomanip>
6 #include <map>
7 #include <sstream>
8 #include <stdexcept>
9 #include <string>
10 #include <vector>
11
12 #include "pipeflow/solver.hpp"
13
14 namespace pipeflow {
15
16 namespace {
17
18 [[noreturn]] void fail(std::size_t line_no, const std::string& msg) {
19 std::ostringstream oss;
20 oss << "parse_network: line " << line_no << ": " << msg;
21 throw std::runtime_error(oss.str());
22 }
23
24 } // namespace
25
26 Network parse_network(std::istream& in) {
27 Fluid fluid{};
28 bool have_fluid = false;
29
30 // Collect nodes by id (sparse) then compact into a contiguous vector.
31 std::map<std::size_t, Node> node_by_id;
32 struct RawPipe {
33 std::size_t from, to;
34 double D, L, eps;
35 double minor_K{0.0};
36 double minor_K_rev{-1.0};
37 bool check_valve{false};
38 std::size_t line;
39 };
40 std::vector<RawPipe> raw_pipes;
41
42 std::string line;
43 std::size_t line_no = 0;
44 while (std::getline(in, line)) {
45 ++line_no;
46 const auto hash = line.find('#');
47 if (hash != std::string::npos) line.erase(hash);
48 std::istringstream ls(line);
49 std::string tag;
50 if (!(ls >> tag)) continue;
51
52 if (tag == "fluid") {
53 if (have_fluid) fail(line_no, "duplicate 'fluid' record");
54 if (!(ls >> fluid.density >> fluid.viscosity >> fluid.gravity)) {
55 fail(line_no, "fluid needs: <density> <viscosity> <gravity>");
56 }
57 have_fluid = true;
58 } else if (tag == "node") {
59 std::size_t id;
60 std::string kind;
61 double value;
62 if (!(ls >> id >> kind >> value)) {
63 fail(line_no, "node needs: <id> reservoir|demand <value>");
64 }
65 if (node_by_id.count(id)) {
66 fail(line_no, "node id " + std::to_string(id) +
67 " declared more than once");
68 }
69 Node nd;
70 nd.id = id;
71 if (kind == "reservoir") {
72 nd.is_reservoir = true;
73 nd.head = value;
74 } else if (kind == "demand") {
75 nd.is_reservoir = false;
76 nd.demand = value;
77 } else {
78 fail(line_no, "node kind must be 'reservoir' or 'demand', got '" +
79 kind + "'");
80 }
81 std::string opt;
82 while (ls >> opt) {
83 if (opt == "elev") {
84 if (!(ls >> nd.elevation)) {
85 fail(line_no, "'elev' needs a numeric elevation");
86 }
87 } else {
88 fail(line_no, "unknown node option '" + opt + "'");
89 }
90 }
91 node_by_id.emplace(id, nd);
92 } else if (tag == "pipe") {
93 RawPipe rp{};
94 rp.line = line_no;
95 if (!(ls >> rp.from >> rp.to >> rp.D >> rp.L >> rp.eps)) {
96 fail(line_no,
97 "pipe needs: <from> <to> <diameter> <length> <roughness>");
98 }
99 std::string opt;
100 while (ls >> opt) {
101 if (opt == "minor") {
102 if (!(ls >> rp.minor_K)) {
103 fail(line_no, "'minor' needs a numeric coefficient");
104 }
105 } else if (opt == "minor_rev") {
106 if (!(ls >> rp.minor_K_rev)) {
107 fail(line_no, "'minor_rev' needs a numeric coefficient");
108 }
109 } else if (opt == "check") {
110 rp.check_valve = true;
111 } else {
112 fail(line_no, "unknown pipe option '" + opt + "'");
113 }
114 }
115 raw_pipes.push_back(rp);
116 } else {
117 fail(line_no, "unknown record '" + tag + "'");
118 }
119 }
120
121 if (node_by_id.empty()) fail(line_no, "no nodes declared");
122
123 // Node ids must be contiguous 0..n-1.
124 const std::size_t n = node_by_id.size();
125 Network net;
126 net.fluid = fluid;
127 net.nodes.reserve(n);
128 for (std::size_t i = 0; i < n; ++i) {
129 auto it = node_by_id.find(i);
130 if (it == node_by_id.end()) {
131 fail(line_no, "node ids must be contiguous 0.." +
132 std::to_string(n - 1) + " (missing id " +
133 std::to_string(i) + ")");
134 }
135 net.nodes.push_back(it->second);
136 }
137
138 net.pipes.reserve(raw_pipes.size());
139 for (const auto& rp : raw_pipes) {
140 // Pipe's own ctor validates geometry; surface a line number on failure.
141 try {
142 net.pipes.emplace_back(rp.from, rp.to, rp.D, rp.L, rp.eps,
143 rp.minor_K, rp.check_valve, rp.minor_K_rev);
144 } catch (const std::exception& ex) {
145 fail(rp.line, std::string("bad pipe geometry: ") + ex.what());
146 }
147 }
148
149 net.validate();
150 return net;
151 }
152
153 Network parse_network_file(const std::string& path) {
154 std::ifstream in(path);
155 if (!in) {
156 throw std::runtime_error("parse_network_file: cannot open '" + path +
157 "'");
158 }
159 return parse_network(in);
160 }
161
162 void write_report(std::ostream& out, const Network& network) {
163 NetworkSolver solver(network);
164 const Solution sol = solver.solve();
165
166 out << std::scientific << std::setprecision(6);
167 out << "# pipe-network (continuity + Darcy/Colebrook + directional fittings) report\n";
168 out << "converged=" << (sol.report.converged ? "yes" : "no")
169 << " iterations=" << sol.report.iterations
170 << " residual=" << sol.report.residual << " m^3/s\n";
171 out << "# nodes: id type head[m] demand[m^3/s] elev[m]\n";
172 for (const auto& nd : network.nodes) {
173 out << "node " << nd.id << " "
174 << (nd.is_reservoir ? "reservoir " : "junction ") << " "
175 << sol.node_head[nd.id] << " "
176 << (nd.is_reservoir ? 0.0 : nd.demand) << " "
177 << nd.elevation << "\n";
178 }
179 out << "# pipes: from->to Q[m^3/s] V[m/s] head_loss[m]\n";
180 for (std::size_t p = 0; p < network.pipes.size(); ++p) {
181 const Pipe& pp = network.pipes[p];
182 const double Q = sol.pipe_flow[p];
183 out << "pipe " << pp.from() << "->" << pp.to() << " " << Q << " "
184 << pp.velocity(Q) << " "
185 << pipe_head_loss(pp, Q, network.fluid) +
186 minor_loss(pp, Q, network.fluid)
187 << "\n";
188 }
189 }
190
191 } // namespace pipeflow
192
Find all test/data files
find . -name '*.cpp' -o -name '*.net' -o -name 'CMakeLists.txt' | grep -v build; echo "---"; ls -la
./CMakeLists.txt ./examples/two_loop_network.net ./src/io.cpp ./src/kernel.cpp ./src/main.cpp ./src/solver.cpp ./src/types.cpp ./tests/CMakeLists.txt ./tests/test_smoke.cpp --- total 4 drwxr-xr-x 6 root root 128 Jun 21 18:59 . drwxr-xr-x 3 root root 60 Jun 20 18:42 .. -rw-r--r-- 1 root root 956 Jun 20 18:37 CMakeLists.txt drwxr-xr-x 2 root root 60 Jun 20 18:37 examples drwxr-xr-x 3 root root 60 Jun 20 18:37 include drwxr-xr-x 2 root root 128 Jun 21 10:02 src drwxr-xr-x 2 root root 128 Jun 20 19:46 tests [stdout] ./CMakeLists.txt ./examples/two_loop_network.net ./src/io.cpp ./src/kernel.cpp ./src/main.cpp ./src/solver.cpp ./src/types.cpp ./tests/CMakeLists.txt ./tests/test_smoke.cpp --- total 4 drwxr-xr-x 6 root root 128 Jun 21 18:59 . drwxr-xr-x 3 root root 60 Jun 20 18:42 .. -rw-r--r-- 1 root root 956 Jun 20 18:37 CMakeLists.txt drwxr-xr-x 2 root root 60 Jun 20 18:37 examples drwxr-xr-x 3 root root 60 Jun 20 18:37 include drwxr-xr-x 2 root root 128 Jun 21 10:02 src drwxr-xr-x 2 root root 128 Jun 20 19:46 tests
/opt/pipeflow/examples/two_loop_network.net
1 # Two-loop water-distribution network fed by one elevated reservoir.
2 #
3 # A reservoir at 100 m of head (node 0) feeds a grid of commercial-steel mains
4 # (eps = 0.045 mm). Three interior junctions draw demand; the looped topology
5 # means flow can reach each demand by more than one path, so the split is set
6 # by the simultaneous continuity + Darcy-Weisbach/Colebrook balance.
7 #
8 # 0 (reservoir, H = 100 m)
9 # | p0
10 # 1 ---- p1 ---- 2
11 # | |
12 # p2 p4
13 # | p5 |
14 # 3 ------------ 4
15 #
16 # Two independent loops: {p1,p4,p5,p2} and {p2,p5,p3} share interior links.
17 # Demands (m^3/s) sum to 0.30 = the reservoir supply.
18
19 fluid 998.0 1.002e-3 9.80665
20
21 node 0 reservoir 100.0
22 node 1 demand 0.00
23 node 2 demand 0.10
24 node 3 demand 0.08
25 node 4 demand 0.12
26
27 # pipe from to D[m] L[m] eps[m]
28 pipe 0 1 0.30 300.0 4.5e-5
29 pipe 1 2 0.20 400.0 4.5e-5
30 pipe 1 3 0.20 400.0 4.5e-5
31 pipe 3 4 0.15 350.0 4.5e-5
32 pipe 2 4 0.15 350.0 4.5e-5
33 pipe 3 2 0.10 300.0 4.5e-5
34
#include "pipeflow/solver.hpp"
#include <algorithm>
#include <cmath>
#include <cstddef>
#include <vector>
#include "pipeflow/types.hpp"
namespace pipeflow {
// Steady-state solver for the coupled continuity + energy system.
//
// Unknowns are one total head T per junction; reservoir total heads are fixed.
// We work in *total* head T = (reported head) + (static elevation), so the
// per-pipe energy law for a pipe a->b carrying flow Q (positive a->b) reads
//
// T_a - T_b = h_f(Q) + h_minor(Q)
//
// i.e. the piezometric-head difference balances the static elevation lift plus
// the shipped Darcy/Colebrook friction loss and the directional minor loss.
// The reported node head is the pressure head T - elevation (which equals the
// prescribed value at a reservoir), and an emitter discharges on that pressure.
//
// The system is solved with the Global Gradient Algorithm (Todini & Pilati):
// each iteration linearises every pipe's monotone resistance law about the
// current flow and assembles a symmetric, positive-definite nodal head system
//
// M dT = b, M_jj = sum 1/h'(Q_p), M_jk = -1/h'(Q_p),
//
// whose solution gives the new heads; flows are then recovered analytically.
// The Newton structure converges quadratically near the root.
namespace {
// Dense symmetric-positive-definite-ish linear solve via Gaussian elimination
// with partial pivoting. Returns false if the matrix is singular.
bool solve_dense(std::vector<double>& A, std::vector<double>& b,
std::size_t m) {
for (std::size_t col = 0; col < m; ++col) {
// Pivot: largest magnitude in this column at or below the diagonal.
std::size_t piv = col;
double best = std::fabs(A[col * m + col]);
for (std::size_t r = col + 1; r < m; ++r) {
const double v = std::fabs(A[r * m + col]);
if (v > best) {
best = v;
piv = r;
}
}
if (!(best > 0.0)) return false;
if (piv != col) {
for (std::size_t c = 0; c < m; ++c) {
std::swap(A[piv * m + c], A[col * m + c]);
}
std::swap(b[piv], b[col]);
}
const double diag = A[col * m + col];
for (std::size_t r = col + 1; r < m; ++r) {
const double factor = A[r * m + col] / diag;
if (factor == 0.0) continue;
for (std::size_t c = col; c < m; ++c) {
A[r * m + c] -= factor * A[col * m + c];
}
b[r] -= factor * b[col];
}
}
// Back substitution.
for (std::size_t ii = m; ii-- > 0;) {
double s = b[ii];
for (std::size_t c = ii + 1; c < m; ++c) {
s -= A[ii * m + c] * b[c];
}
b[ii] = s / A[ii * m + ii];
}
return true;
}
} // namespace
NetworkSolver::NetworkSolver(const Network& network,
const SolverOptions& options)
: network_(network), options_(options) {}
Solution NetworkSolver::solve() const {
network_.validate();
const std::size_t n = network_.node_count();
const std::size_t np = network_.pipe_count();
const Fluid& fluid = network_.fluid;
Solution sol;
sol.pipe_flow.assign(np, 0.0);
sol.node_head.assign(n, 0.0);
// Map every node to a junction-unknown index (-1 for fixed-head reservoirs)
// and seed total heads. Total head of a reservoir is its prescribed head
// plus its static elevation; junctions start at the mean reservoir head.
std::vector<std::ptrdiff_t> junction_index(n, -1);
std::vector<double> T(n, 0.0);
double res_sum = 0.0;
std::size_t res_cnt = 0;
std::size_t m = 0;
for (const auto& nd : network_.nodes) {
if (nd.is_reservoir) {
T[nd.id] = nd.head + nd.elevation;
res_sum += T[nd.id];
++res_cnt;
} else {
junction_index[nd.id] = static_cast<std::ptrdiff_t>(m++);
}
}
const double mean_head = res_cnt ? res_sum / static_cast<double>(res_cnt) : 0.0;
for (const auto& nd : network_.nodes) {
if (!nd.is_reservoir) T[nd.id] = mean_head;
}
// Per-pipe flows and check-valve open/closed status.
std::vector<double> Q(np, 0.0);
std::vector<char> open(np, 1);
int iterations = 0;
bool converged = false;
for (int it = 0; it < options_.max_iterations; ++it) {
++iterations;
// --- Assemble the linearised nodal head system. -------------------
std::vector<double> M(m * m, 0.0);
std::vector<double> rhs(m, 0.0);
// Cache per-pipe linearisation coefficients for the flow recovery.
std::vector<double> w(np, 0.0); // 1 / h'(Q)
std::vector<double> s(np, 0.0); // Q - h(Q)/h'(Q)
for (std::size_t p = 0; p < np; ++p) {
const Pipe& pipe = network_.pipes[p];
if (pipe.check_valve() && !open[p]) {
// Closed check valve: carries no flow, contributes nothing.
w[p] = 0.0;
s[p] = 0.0;
continue;
}
const double g = pipe_head_loss(pipe, Q[p], fluid) +
minor_loss(pipe, Q[p], fluid);
double d = pipe_head_loss_deriv(pipe, Q[p], fluid) +
minor_loss_deriv(pipe, Q[p], fluid);
if (!(d > 1e-300)) d = 1e-300; // h'(Q) is strictly positive
w[p] = 1.0 / d;
s[p] = Q[p] - g * w[p];
const std::size_t a = pipe.from();
const std::size_t b = pipe.to();
const std::ptrdiff_t ja = junction_index[a];
const std::ptrdiff_t jb = junction_index[b];
// Endpoint a equation contributions.
if (ja >= 0) {
const std::size_t r = static_cast<std::size_t>(ja);
M[r * m + r] += w[p];
rhs[r] += -s[p];
if (jb >= 0) {
M[r * m + static_cast<std::size_t>(jb)] -= w[p];
} else {
rhs[r] += w[p] * T[b];
}
}
// Endpoint b equation contributions.
if (jb >= 0) {
const std::size_t r = static_cast<std::size_t>(jb);
M[r * m + r] += w[p];
rhs[r] += s[p];
if (ja >= 0) {
M[r * m + static_cast<std::size_t>(ja)] -= w[p];
} else {
rhs[r] += w[p] * T[a];
}
}
}
// Nodal demand and pressure-driven emitter outflow (Newton-linearised).
for (const auto& nd : network_.nodes) {
if (nd.is_reservoir) continue;
const std::size_t r =
static_cast<std::size_t>(junction_index[nd.id]);
rhs[r] += -nd.demand;
if (nd.is_emitter && nd.emitter_coeff > 0.0) {
const double pressure = T[nd.id] - nd.elevation;
if (pressure > 0.0) {
const double sq = std::sqrt(pressure);
const double e = nd.emitter_coeff * sq; // outflow
const double ep = nd.emitter_coeff / (2.0 * sq); // de/dT
M[r * m + r] += ep;
rhs[r] += -e + ep * T[nd.id];
}
}
}
// --- Solve for the new junction total heads. ----------------------
std::vector<double> T_new = T;
if (m > 0) {
std::vector<double> b = rhs;
if (!solve_dense(M, b, m)) break; // singular: bail out
for (const auto& nd : network_.nodes) {
if (nd.is_reservoir) continue;
T_new[nd.id] = b[static_cast<std::size_t>(junction_index[nd.id])];
}
}
// --- Recover pipe flows; damp the head step if it goes non-finite. -
double alpha = 1.0;
std::vector<double> Q_new(np, 0.0);
std::vector<double> T_used(T);
while (true) {
for (std::size_t i = 0; i < n; ++i) {
T_used[i] = T[i] + alpha * (T_new[i] - T[i]);
}
bool finite = true;
for (std::size_t p = 0; p < np; ++p) {
const Pipe& pipe = network_.pipes[p];
if (pipe.check_valve() && !open[p]) {
Q_new[p] = 0.0;
continue;
}
Q_new[p] = s[p] + w[p] * (T_used[pipe.from()] - T_used[pipe.to()]);
if (!std::isfinite(Q_new[p])) finite = false;
}
if (finite || alpha <= options_.min_damping) break;
alpha = std::max(options_.min_damping, alpha * 0.5);
}
// --- Update check-valve statuses. ---------------------------------
bool status_changed = false;
for (std::size_t p = 0; p < np; ++p) {
const Pipe& pipe = network_.pipes[p];
if (!pipe.check_valve()) continue;
if (open[p]) {
if (Q_new[p] < -1e-12) { // would reverse: shut it
open[p] = 0;
Q_new[p] = 0.0;
status_changed = true;
}
} else {
// Reopen if the head now wants to drive forward flow.
if (T_used[pipe.from()] - T_used[pipe.to()] > 1e-9) {
open[p] = 1;
status_changed = true;
}
}
}
// --- Convergence test on the flow update. -------------------------
double max_dq = 0.0;
double max_q = 0.0;
for (std::size_t p = 0; p < np; ++p) {
max_dq = std::max(max_dq, std::fabs(Q_new[p] - Q[p]));
max_q = std::max(max_q, std::fabs(Q_new[p]));
}
Q = Q_new;
T = T_used;
const double scale = std::max(1.0, max_q);
if (!status_changed && max_dq <= options_.tolerance * scale) {
converged = true;
break;
}
}
// --- Final physical state. --------------------------------------------
for (std::size_t p = 0; p < np; ++p) sol.pipe_flow[p] = Q[p];
for (const auto& nd : network_.nodes) {
// Report the pressure head (total head minus static elevation); this
// reduces to the prescribed head at a fixed-head reservoir.
sol.node_head[nd.id] = T[nd.id] - nd.elevation;
}
// Residual: worst-case nodal continuity imbalance [m^3/s].
double residual = 0.0;
for (const auto& nd : network_.nodes) {
if (nd.is_reservoir) continue;
double inflow = 0.0;
for (std::size_t p = 0; p < np; ++p) {
const Pipe& pipe = network_.pipes[p];
if (pipe.to() == nd.id) inflow += Q[p];
if (pipe.from() == nd.id) inflow -= Q[p];
}
double out = nd.demand;
if (nd.is_emitter && nd.emitter_coeff > 0.0) {
const double pressure = T[nd.id] - nd.elevation;
if (pressure > 0.0) out += nd.emitter_coeff * std::sqrt(pressure);
}
residual = std::max(residual, std::fabs(inflow - out));
}
sol.report.iterations = iterations;
sol.report.residual = residual;
sol.report.converged = converged;
return sol;
}
} // namespace pipeflow
Configure, build, run tests
cmake -S . -B build -DCMAKE_BUILD_TYPE=Release >/tmp/cmake.log 2>&1 && cmake --build build --parallel >/tmp/build.log 2>&1 && echo BUILD_OK && cd build && ctest --output-on-failure 2>&1 | tail -20
BUILD_OK
Test project /opt/pipeflow/build
Start 1: smoke
1/1 Test #1: smoke ............................ Passed 0.00 sec
100% tests passed, 0 tests failed out of 1
Total Test time (real) = 0.00 sec
[stdout]
BUILD_OK
Test project /opt/pipeflow/build
Start 1: smoke
1/1 Test #1: smoke ............................ Passed 0.00 sec
100% tests passed, 0 tests failed out of 1
Total Test time (real) = 0.00 secCheck warnings and run CLI on example
cd /opt/pipeflow; grep -E "warning|error" /tmp/build.log || echo "no warnings"; echo "=== CLI run ==="; ./build/pipeflow_cli examples/two_loop_network.net
no warnings === CLI run === # pipe-network (continuity + Darcy/Colebrook + directional fittings) report converged=yes iterations=6 residual=2.775558e-17 m^3/s # nodes: id type head[m] demand[m^3/s] elev[m] node 0 reservoir 1.000000e+02 0.000000e+00 0.000000e+00 node 1 junction 8.723839e+01 0.000000e+00 0.000000e+00 node 2 junction 5.136666e+01 1.000000e-01 0.000000e+00 node 3 junction 5.341509e+01 8.000000e-02 0.000000e+00 node 4 junction 3.008056e+01 1.200000e-01 0.000000e+00 # pipes: from->to Q[m^3/s] V[m/s] head_loss[m] pipe 0->1 3.000000e-01 4.244132e+00 1.276161e+01 pipe 1->2 1.522662e-01 4.846783e+00 3.587173e+01 pipe 1->3 1.477338e-01 4.702514e+00 3.382330e+01 pipe 3->4 6.142734e-02 3.476077e+00 2.333453e+01 pipe 2->4 5.857266e-02 3.314534e+00 2.128610e+01 pipe 3->2 6.306482e-03 8.029662e-01 2.048424e+00 [stdout] no warnings === CLI run === # pipe-network (continuity + Darcy/Colebrook + directional fittings) report converged=yes iterations=6 residual=2.775558e-17 m^3/s # nodes: id type head[m] demand[m^3/s] elev[m] node 0 reservoir 1.000000e+02 0.000000e+00 0.000000e+00 node 1 junction 8.723839e+01 0.000000e+00 0.000000e+00 node 2 junction 5.136666e+01 1.000000e-01 0.000000e+00 node 3 junction 5.341509e+01 8.000000e-02 0.000000e+00 node 4 junction 3.008056e+01 1.200000e-01 0.000000e+00 # pipes: from->to Q[m^3/s] V[m/s] head_loss[m] pipe 0->1 3.000000e-01 4.244132e+00 1.276161e+01 pipe 1->2 1.522662e-01 4.846783e+00 3.587173e+01 pipe 1->3 1.477338e-01 4.702514e+00 3.382330e+01 pipe 3->4 6.142734e-02 3.476077e+00 2.333453e+01 pipe 2->4 5.857266e-02 3.314534e+00 2.128610e+01 pipe 3->2 6.306482e-03 8.029662e-01 2.048424e+00
Sanity-test elevation, check valve, emitter
cd /opt/pipeflow; cat > /tmp/drv.cpp <<'EOF'
#include <cstdio>
#include "pipeflow/solver.hpp"
using namespace pipeflow;
int main(){
// Elevation test: reservoir head 50, junction with elevation 10, demand draws.
{
Network net; net.fluid=Fluid{};
net.nodes={Node{0,true,50.0,0.0,5.0}, Node{1,false,0.0,0.02,10.0}, Node{2,true,30.0,0.0,0.0}};
net.pipes={Pipe(0,1,0.2,200,4.5e-5), Pipe(1,2,0.2,200,4.5e-5)};
auto s=NetworkSolver(net).solve();
printf("ELEV conv=%d it=%d res=%.2e | Q=[%.5f %.5f] head=[%.4f %.4f %.4f]\n",
s.report.converged,s.report.iterations,s.report.residual,
s.pipe_flow[0],s.pipe_flow[1],s.node_head[0],s.node_head[1],s.node_head[2]);
}
// Check valve: valve on pipe 1->2 (from low to high head) should be closed.
{
Network net; net.fluid=Fluid{};
net.nodes={Node{0,true,20.0}, Node{1,false,0.0,0.0}, Node{2,true,40.0}};
net.pipes={Pipe(0,1,0.15,100,4.5e-5), Pipe(2,1,0.15,100,4.5e-5,0.0,true)};
auto s=NetworkSolver(net).solve();
printf("CV conv=%d it=%d res=%.2e | Q=[%.6f %.6f]\n",
s.report.converged,s.report.iterations,s.report.residual,s.pipe_flow[0],s.pipe_flow[1]);
}
// Emitter at node 1
{
Network net; net.fluid=Fluid{};
Node j{1,false,0.0,0.0,0.0}; j.is_emitter=true; j.emitter_coeff=0.01;
net.nodes={Node{0,true,30.0}, j};
net.pipes={Pipe(0,1,0.2,150,4.5e-5)};
auto s=NetworkSolver(net).solve();
double pr=s.node_head[1]; double emit=0.01*(pr>0?std::sqrt(pr):0);
printf("EMIT conv=%d it=%d res=%.2e | Q=%.6f headJ=%.4f emit=%.6f\n",
s.report.converged,s.report.iterations,s.report.residual,s.pipe_flow[0],s.node_head[1],emit);
}
return 0;
}
EOF
g++ -std=c++17 -Iinclude /tmp/drv.cpp build/libpipeflow.a -o /tmp/drv && /tmp/drvExit code 1
/tmp/drv.cpp: In function 'int main()':
/tmp/drv.cpp:31:59: error: 'sqrt' is not a member of 'std'
31 | double pr=s.node_head[1]; double emit=0.01*(pr>0?std::sqrt(pr):0);
| ^~~~
[error] tool reported failureRecompile with cmath and run
cd /opt/pipeflow; sed -i '1i #include <cmath>' /tmp/drv.cpp && g++ -std=c++17 -Iinclude /tmp/drv.cpp build/libpipeflow.a -o /tmp/drv && /tmp/drv
ELEV conv=1 it=13 res=3.47e-18 | Q=[0.13606 0.11606] head=[50.0000 30.5888 30.0000] CV conv=1 it=13 res=0.00e+00 | Q=[-0.075733 0.075733] EMIT conv=1 it=5 res=4.86e-17 | Q=0.053126 headJ=28.2240 emit=0.053126 [stdout] ELEV conv=1 it=13 res=3.47e-18 | Q=[0.13606 0.11606] head=[50.0000 30.5888 30.0000] CV conv=1 it=13 res=0.00e+00 | Q=[-0.075733 0.075733] EMIT conv=1 it=5 res=4.86e-17 | Q=0.053126 headJ=28.2240 emit=0.053126
Test check valve closing against head
cd /opt/pipeflow; cat > /tmp/drv2.cpp <<'EOF'
#include <cstdio>
#include "pipeflow/solver.hpp"
using namespace pipeflow;
int main(){
// Two reservoirs 40 and 20 feeding junction 1; plus a check valve pipe 1->2
// (node 2 reservoir at 50) that would require flow INTO node2 against its head
// -> must close (no path pushes 1->2 since 2 is highest).
Network net; net.fluid=Fluid{};
net.nodes={Node{0,true,40.0}, Node{1,false,0.0,0.05}, Node{2,true,50.0}};
net.pipes={Pipe(0,1,0.2,100,4.5e-5), Pipe(1,2,0.15,100,4.5e-5,0.0,true)};
auto s=NetworkSolver(net).solve();
printf("CVclose conv=%d it=%d res=%.2e | Q=[%.6f %.6f] headJ=%.4f\n",
s.report.converged,s.report.iterations,s.report.residual,
s.pipe_flow[0],s.pipe_flow[1],s.node_head[1]);
return 0;
}
EOF
g++ -std=c++17 -Iinclude /tmp/drv2.cpp build/libpipeflow.a -o /tmp/drv2 && /tmp/drv2CVclose conv=1 it=3 res=1.15e-14 | Q=[0.050000 0.000000] headJ=38.9446 [stdout] CVclose conv=1 it=3 res=1.15e-14 | Q=[0.050000 0.000000] headJ=38.9446
No file changes, the agent left the workspace untouched.
== Restoring pristine project ==
== Staging candidate solver ==
== Injecting hidden grading tests ==
== Configuring (cmake) ==
-- The CXX compiler identification is GNU 11.4.0
-- Detecting CXX compiler ABI info
-- Detecting CXX compiler ABI info - done
-- Check for working CXX compiler: /usr/bin/c++ - skipped
-- Detecting CXX compile features
-- Detecting CXX compile features - done
-- Configuring done
-- Generating done
-- Build files have been written to: /tmp/tmp.u67vzdyRCV/pipeflow/build_grade
== Building ==
[ 5%] Building CXX object CMakeFiles/pipeflow.dir/src/kernel.cpp.o
[ 10%] Building CXX object CMakeFiles/pipeflow.dir/src/types.cpp.o
[ 15%] Building CXX object CMakeFiles/pipeflow.dir/src/solver.cpp.o
[ 21%] Building CXX object CMakeFiles/pipeflow.dir/src/io.cpp.o
[ 26%] Linking CXX static library libpipeflow.a
[ 26%] Built target pipeflow
[ 31%] Building CXX object tests/CMakeFiles/test_kernel.dir/test_kernel.cpp.o
[ 36%] Building CXX object CMakeFiles/pipeflow_cli.dir/src/main.cpp.o
[ 42%] Building CXX object tests/CMakeFiles/test_minor.dir/test_minor.cpp.o
[ 47%] Building CXX object tests/CMakeFiles/test_valves.dir/test_valves.cpp.o
[ 52%] Building CXX object tests/CMakeFiles/test_analytic.dir/test_analytic.cpp.o
[ 57%] Building CXX object tests/CMakeFiles/test_exceptions.dir/test_exceptions.cpp.o
[ 63%] Building CXX object tests/CMakeFiles/test_soak.dir/test_soak.cpp.o
[ 68%] Linking CXX executable pipeflow_cli
[ 68%] Built target pipeflow_cli
[ 73%] Linking CXX executable test_exceptions
[ 73%] Built target test_exceptions
[ 78%] Linking CXX executable test_kernel
[ 78%] Built target test_kernel
[ 84%] Linking CXX executable test_minor
[ 84%] Built target test_minor
[ 89%] Linking CXX executable test_analytic
[ 94%] Linking CXX executable test_soak
[ 94%] Built target test_analytic
[100%] Linking CXX executable test_valves
[100%] Built target test_soak
[100%] Built target test_valves
== Running hidden tests ==
Test project /tmp/tmp.u67vzdyRCV/pipeflow/build_grade
Start 1: test_kernel
1/6 Test #1: test_kernel ...................... Passed 0.00 sec
Start 2: test_analytic
2/6 Test #2: test_analytic .................... Passed 0.00 sec
Start 3: test_minor
3/6 Test #3: test_minor ....................... Passed 0.00 sec
Start 4: test_valves
4/6 Test #4: test_valves ...................... Passed 0.04 sec
Start 5: test_soak
5/6 Test #5: test_soak ........................ Passed 0.50 sec
Start 6: test_exceptions
6/6 Test #6: test_exceptions .................. Passed 0.00 sec
100% tests passed, 0 tests failed out of 6
Label Time Summary:
hidden = 0.55 sec*proc (6 tests)
Total Test time (real) = 0.56 sec
PASS: all hidden tests passedReproduce this trial: git checkout 2f94510 && PYTHONPATH=src python3 scripts/build_site.py , then open trial/trial_4a8d03d3a89f4288. Re-running the agent live requires EVAL_PLATFORM_ENABLE_OAUTH_SMOKE=1 and is non-deterministic.
Trial trial_4a8d03d3a89f4288 · verifier authoritative; classifier explanatory.